Titlebook: Wave Propagation in Viscoelastic and Poroelastic Continua; A Boundary Element A Martin Schanz Book 2001 Springer-Verlag Berlin Heidelberg 2

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Introduction,veral monographs, see, e.g., [190, 21]. Applications in statics as well as in dynamics can be treated by most of the available commercial software programs. For dynamic problems, formulations in frequency and time domain exist and are well developed. Also, viscoelastic as well as quasi-static poroel

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Viscoelastodynamic boundary element formulation, domain representation of the governing integral equation. These formulations are developed by applying the elastic-viscoelastic correspondence principle to the elastodynamic boundary element formulation, e.g., [115] for a frequency domain or [123] for a Laplace domain formulation.

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Poroelastodynamic boundary element formulation,ude approximation for investigating wave propagation in such media. The presence of a freely moving fluid in such materials modifies their mechanical response. Three mechanisms play a key role in the interaction between the interstitial fluid and the porous material:

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Wave propagation, disturbing tremors. These, in general, 3-d problems can only be treated by numerical methods as shown in the previous chapters. For some simplified 1-d problems analytical or semi-analytical solutions exist. These solutions are used to either control numerical methods or also to study some basic ef

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Wave propagation, disturbing tremors. These, in general, 3-d problems can only be treated by numerical methods as shown in the previous chapters. For some simplified 1-d problems analytical or semi-analytical solutions exist. These solutions are used to either control numerical methods or also to study some basic ef